WA9701-LR060331IA ,w►_ A,.
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
I N -PLACE DENSITY TESTING
Client: City of Coppell
Report No.:
253155
Ms. Suzan Taylor
Project No.:
0511107
PO Box 9478
Date of Service:
03/24/2006
Coppell TX 75019
Report Date:
03/31/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DAT
CONTRACTOR: J T Dersner, Inc. Standard Counts
Test Methods: ASTM D -292_ 2 Gauge: Troxler 3430 Moisture Density
ASTM D -3017 Gauge Serial No: 25249 Current: 660 Current: 2434
Test Mode. BS Previous: 664 Previous: 2453
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Crushed Limestone w /Clayey Sand 8.5 133.0 NA 95 min
FIELD DENSITY TESTS
TEST PROBE AI/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Flex base
1 16" water line, Station 21 +00, final 0" 1
An asterisk (X) appears next to test results which do NOT
Technician: Ken Brimingham Started: 9:15am Finished: 11 1 -`
Report Distribution:
(1) City of Coppell
(1) City of Coppell
4.9 125.9 120.0 90*
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance. etc ) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
E'TAq Page I of I
K. Scott Watson, AET
CMT Operations Manager